CN106759562A - Foundation reinforcement method - Google Patents
Foundation reinforcement method Download PDFInfo
- Publication number
- CN106759562A CN106759562A CN201710116256.2A CN201710116256A CN106759562A CN 106759562 A CN106759562 A CN 106759562A CN 201710116256 A CN201710116256 A CN 201710116256A CN 106759562 A CN106759562 A CN 106759562A
- Authority
- CN
- China
- Prior art keywords
- soil
- slurries
- foundation
- nozzle
- reinforcement method
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D37/00—Repair of damaged foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
Abstract
The invention discloses a kind of foundation reinforcement method, it is related to the realm of building construction, the foundation reinforcement method makes slurries turn into the high-pressure jet of more than 20Mpa using high-tension apparatus, the impact failure soil body is ejected from nozzle, tiny earth material is allowed as slurries are emerged the water surface, remaining grogs injection stream impulsive force, under the effect such as centrifugal force and gravity, mix with slurries stirring, and puddled soil ratio in 2.5: 1 is regularly rearranged.An induration is formed in soil composite foundation is constituted together with inter-pile soil, so as to improve foundation bearing capacity, reduce the deformation of ground, reach the purpose of foundation stabilization.
Description
Technical field
The present invention relates to the realm of building construction, more for be related to a kind of foundation reinforcement method.
Background technology
Because people are to the development of building use requirement and the progress of Building technology, heavy duty industrial building, multilayer, high level
And Super High is civilian and public building increases increasingly, and the load of building is increasing, when subsoil can not meet
When supporting upper load and control building deformation, it is necessary to which ground is reinforced.Existing foundation reinforcement method is for sand
Or the subsoil effect of silt soil property is limited, it is impossible to enough increase substantially the steadiness of ground.
The content of the invention
Problem to be solved by this invention is to provide a kind of foundation reinforcement method.
To achieve these goals, the technical scheme taken of the present invention is：A kind of foundation reinforcement method, it is characterised in that
Comprise the following steps：
(1) drill：Actual conditions arrangement hole position according to ground, and drilled in cloth hole site using electric boring machine,
It is drilled into designed elevation；
(2) pipe is broken：Check that can seamless steel pipe ensure that slip casting is unobstructed, by several times by design requirement, seamless steel pipe is inserted to and is set
Meter elevation location, is inserted to the Grouting Pipe with nozzle in the precalculated position of soil layer；
(3) slip casting：After Grouting Pipe with nozzle is inserted to the precalculated position of soil layer, slurries are turned into high-tension apparatus
The high-pressure jet of more than 20Mpa, ejects the impact failure soil body from nozzle, allows tiny earth material as slurries emit water outlet
Face, remaining grogs under the effect such as centrifugal force and gravity, mixes in the impulsive force of injection stream with slurries stirring, and by 2.5: 1 slurry
Native ratio is regularly rearranged；
(4) divulge information：Slurries are blown using air blower, accelerate grout cures, formed in soil induration with
Inter-pile soil constitutes composite foundation together.
Beneficial effect：The foundation reinforcement method makes slurries turn into the high-pressure jet of more than 20Mpa using high-tension apparatus, from spray
The impact failure soil body is ejected in mouth, tiny earth material is allowed as slurries are emerged the water surface, impact of remaining grogs in injection stream
Under the effect such as power, centrifugal force and gravity, mix with slurries stirring, and puddled soil ratio in 2.5: 1 is regularly rearranged.
An induration is formed in soil composite foundation is constituted together with inter-pile soil, so as to improve foundation bearing capacity, reduce the deformation of ground,
Reach the purpose of foundation stabilization.
Specific embodiment
The following detailed description of a kind of preferred embodiment of foundation reinforcement method of the invention.
The foundation reinforcement method comprises the following steps：
(1) drill：Actual conditions arrangement hole position according to ground, and drilled in cloth hole site using electric boring machine,
It is drilled into designed elevation；
(2) pipe is broken：Check that can seamless steel pipe ensure that slip casting is unobstructed, by several times by design requirement, seamless steel pipe is inserted to and is set
Meter elevation location, is inserted to the Grouting Pipe with nozzle in the precalculated position of soil layer；
(3) slip casting：After Grouting Pipe with nozzle is inserted to the precalculated position of soil layer, slurries are turned into high-tension apparatus
The high-pressure jet of more than 20Mpa, ejects the impact failure soil body from nozzle, allows tiny earth material as slurries emit water outlet
Face, remaining grogs under the effect such as centrifugal force and gravity, mixes in the impulsive force of injection stream with slurries stirring, and by 2.5: 1 slurry
Native ratio is regularly rearranged；
(4) divulge information：Slurries are blown using air blower, accelerate grout cures, formed in soil induration with
Inter-pile soil constitutes composite foundation together.
Embodiments of the invention are the foregoing is only, the scope of the claims of the invention is not thereby limited, it is every to utilize this hair
Equivalent structure or equivalent flow conversion that bright specification and implementation method content are made, or directly or indirectly it is used in other correlations
Technical field, be included within the scope of the present invention.
Claims (1)
1. a kind of foundation reinforcement method, it is characterised in that comprise the following steps：
(1) drill：Actual conditions arrangement hole position according to ground, and drilled in cloth hole site using electric boring machine, it is drilled into
Designed elevation；
(2) pipe is broken：Check that can seamless steel pipe ensure that slip casting is unobstructed, by several times by design requirement, seamless steel pipe is inserted to design mark
High position, is inserted to the Grouting Pipe with nozzle in the precalculated position of soil layer；
(3) slip casting：After Grouting Pipe with nozzle is inserted to the precalculated position of soil layer, slurries are made to turn into 20Mpa with high-tension apparatus
More than high-pressure jet, the impact failure soil body is ejected from nozzle, allow tiny earth material as slurries are emerged the water surface, remaining
Grogs under the effect such as centrifugal force and gravity, mixes in the impulsive force of injection stream with slurries stirring, and in 2.5: 1 puddled soil ratio
Regularly rearrange；
(4) divulge information：Slurries are blown using air blower, accelerates grout cures, formation one is between induration and stake in soil
Soil constitutes composite foundation together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710116256.2A CN106759562A (en) | 2017-02-23 | 2017-02-23 | Foundation reinforcement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710116256.2A CN106759562A (en) | 2017-02-23 | 2017-02-23 | Foundation reinforcement method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106759562A true CN106759562A (en) | 2017-05-31 |
Family
ID=58960329
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710116256.2A Pending CN106759562A (en) | 2017-02-23 | 2017-02-23 | Foundation reinforcement method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106759562A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030950A (en) * | 2020-09-14 | 2020-12-04 | 杨奔奔 | Green and environment-friendly building foundation reinforcement structure and reinforcement method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0931967A (en) * | 1995-07-19 | 1997-02-04 | Tenox Corp | Mixing and agitating device using mechanical agitation and high pressure jet combinedly |
| CN1482305A (en) * | 2002-09-10 | 2004-03-17 | 周同和 | A deep level jet agitation pile forming method |
| CN204000881U (en) * | 2014-07-07 | 2014-12-10 | 中国电建集团华东勘测设计研究院有限公司 | Deep alluvion foundation mesohigh sprays the dado structure of slip casting pore-forming |
| CN106087957A (en) * | 2016-06-03 | 2016-11-09 | 浙江圣井电力安装工程有限公司 | Power distribution room cable duct anti-settling method is built on a kind of coastal sludge matter soil |
-
2017
- 2017-02-23 CN CN201710116256.2A patent/CN106759562A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0931967A (en) * | 1995-07-19 | 1997-02-04 | Tenox Corp | Mixing and agitating device using mechanical agitation and high pressure jet combinedly |
| CN1482305A (en) * | 2002-09-10 | 2004-03-17 | 周同和 | A deep level jet agitation pile forming method |
| CN204000881U (en) * | 2014-07-07 | 2014-12-10 | 中国电建集团华东勘测设计研究院有限公司 | Deep alluvion foundation mesohigh sprays the dado structure of slip casting pore-forming |
| CN106087957A (en) * | 2016-06-03 | 2016-11-09 | 浙江圣井电力安装工程有限公司 | Power distribution room cable duct anti-settling method is built on a kind of coastal sludge matter soil |
Non-Patent Citations (1)
| Title |
|---|
| 吕希宏等: "《水闸施工技术》", 31 October 2013 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030950A (en) * | 2020-09-14 | 2020-12-04 | 杨奔奔 | Green and environment-friendly building foundation reinforcement structure and reinforcement method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170531 |